HomeMy WebLinkAboutzS-3319SetM d
1 a.
0;
N �
1 o a
-
I'
Q
z
IJJ CO LLJ
Z Z
co LJJ
Z Z
Q
z�
F-I
00
�E_
E, z
WWN
W
f
z
W
0.0
U U U
a a,a
CITY OF RENTON
SANITARY SEINER N01E5 AND SPECRCATION3
1. All WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION
OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SMALL BE LIMITED TO 8:30 A.M. TO
3:30 PA. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT
OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SMALL BE
APPROVED 13Y THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE THE POLICE
DEPARTMENT, FIRE DEPARTMENT AND 911 SMALL BE NOTIFIED 24 HOURS IN ADVANCE
3. ALL CONSTRUCTION SMALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR
MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER
AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON
STANDARD SPECIFICATIONS.
4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
AVOID DAMAGE OR DISTURBANCE
5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SHALL BE REQUIRED PRIOR TO
STARTING NEW CONSTRUCTION. R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL
BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN
ADVANCE OF BACKFIWNG ALL CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
B. PUNS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WTIN AN AS -BUILT DRAWING OF
THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED
PROFESSIONAL ENGINEER OR UCE14SED PROFES90NAL SURVEYOR.
11. BACKHLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE
AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8INCHES, THOROUGHLY TAMPING EACH
LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND
FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.
MATERIALS To COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY
SHALL BEBACKFILLED WITH CRUSHED. ROCK. AND MECHANICALLY COMPACTED. CUTS INTO
THE EXISTING ASPHALT: SWILL BE NEATUNE CUT. WITH SAW: IN A CONTINUOUS LINE. A
TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKALL AND
COMPACTION. A PERMANENTS HOT MIX PATCH SHALL BE -PLACED WITHIN 10 DAYS AND
SMALL BE PER CITY OF RENTON CURRENT STANDARDS.
13. DATUM SHALL BE CITY OF RENTON, U.S.C.. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -STIE EROSION AFTER THE
COMPLETION OF CONSTRUCTION.
15. ALL PIPE AND APPURTENANCES SMALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH SECTION 7- 023(1) OF THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL
AS PLACEMENT AND COMPACTION. OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE
SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE
UNYIELDING BASE PIPE BEDDING SMALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM INCHES AND MAXIMUM
18 INCHES ABOVE FINISHED GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING.
\ \\0, \
0 15 30 60
TO EX.
FOR
WINDSTOAFE III
A PORTION OF THE S.E. 1 /4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M.
CITY OF RENTON, WASHINGTON
0 +00
1 +00
NOTE:
ALL HOMES ON THIS PROJECT
SHALL BE FIRE SPRINKLERED.
PROPERTY LINE -
FUTURE
6" BUILDING SEWER PIPE BUILDING SEWER
4 STUD SERVICE MARKER PAINT UPPER
TEE WITH 6" SIDE OUTLET PORTIDN WHITE ANS STENCIL ON SIDE
> WARDING 'SEWER' WITH 3" HIGH. BLACK LETTERS.
AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE SEWER AND BUILDING SEWER Wa EXTENDED TO THE TOP OF THE STUD.
o_ UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP '.THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
Jt
icm NI%� 6MAIN HORIZONTAL
/ 6„ NDt LSEWER MAIN
STANDARD SIDE SEWER INSTALLATION
CONCRETE BLOCKING ANGLE (SEWER MAIN TO PROPERTY LINE)
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION
ADOPTED
OF
NOTE, crrr RRNTDN
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY ♦O♦ —A p»s
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 1sT DATe: 12/15/91
DATE I REVISION BY gppR DWG. NAME: BR39 SP PAGE: B078
M
M
W O
U OD
W Z
=zO
O Q Z
Fn
Z
O
Z
O W,
r cr
z
O
F
U
Oo
J
3
3
Z
O O Lo
OD
EL D Z
ir rj) O
O H
W.Z. o
cj) Q
-a~0j
W LJ.I > o
W
D O J
N W,
m 04, °
6
Lb
O
LL
W
Z E..
:D...
a
Ld
o°.
z a -zz
MANHOLE. FRAME AND COVER Lil g 7�
SEE DRAWING BR29 NOTES - >:.n N N z
U O 3 Of I
cD c14 ADJUSTMENT (4" MIN.) 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY �'.00 N W z >
STEPS OR EQUAL z _m co aD
CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS : C Z j
ARE INSTALLED. 3 to to co z
RUBBER GASKETED JOINTS
3 CASTING TO BE PER DRAWING BR29
_ w >
rn
o� c..
4 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST � H- t_7 Ii7
IN ACCORDANCE WITH ASTM C -443 .CONCRETE � N z N N � P
5: ALL JOINTS .SHALL BE. GROUTED Y
Ld
z� N
c
STEPS - 3/4" DEFORMED BAR 6- SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR o
STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED) -�
WITH A HIGH SOLIDS URETHANE COATING, N 4 QNi.
CONCRETE RISER BY PIPE INC., WASSER MC- CONSEAL OR APPROVED. EQUAL, I_�j S6S N
OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE:. VJ
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE J
Z o
WITH ASTM C-443.
8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE Q o
DIAMETER OF THE LARGEST PIPE
MAX. PIPE SIZE - 21" I.D. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK 0 vi
ADAPTOR, KOR N SEAL BOOTS OR APPROVED EQUAL.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL SJy
CONCRETE SHELF 4 QQN
c
r
PRECAST BASE SECTION
OR CAST IN SHELF. 5124j o6 r
RECOMMENDED FOR APPROVAL PoYY WasDR r
D /1 �
::. By, ALA r 4 Date: i
Y ADOPTED
SANITARY MANHOLE TYPICAL DETAIL
SANITARY MANHOLE TYPICAL DETAIL
D By; " /.'JQ/5(�!,¢�� Date: 1 24661 [
NOT TO SCALE Ua oT CITY OF RENTON -y��{ O '�'F
C R
♦O'Z STANDARD NS ' �FSS /CAAL
T
FATTO DATe 12/96 By: Date
10/17/96 ED ED. TEIT Dcv ac y .I
a /a /9s D N— OUT 1rxT D6v Ac EXPIRES 6 11' OS
DATE REVISION BY APPR' DWG NAME: BR28 SP PAGE' 8071 By: Date
0
>� n R7
(�(,! S :331Ro! SCANNED OCT
�. T VAIcl
z�
W �
�Z
j0=
�ZW
� � O
Q Z Z
J
E1r.1
Q3
wz
z
U �
r
_ �
�° �
a �� o
vs.f
w yob
o �.x
_�
�g
AS -BUILT SANITARY SEWER AN® WATERMAIN EXTENSION PLAN
�j�%T �%% FOR �%� rT
CffY OF RENTON V r i i � i/ � � ®i Vii/ iii
3ANffARY 3t11VER NOTES AND 3PECFlCATION3
1. ALL WORK MATERWS SHALL BE IN CONFORMANCE WNH THE STANDARDS AND
sPEGIFlCAnoNS DF THE Gm' OF RENTON ImuTr DEPARTMENT AND THE IATESr mmoN A PORTION OF THE $.E. 1/4 OF SECTION 3, TOWNSHIP 23 N., RANGE 5 E., W.M.
OF THE WSDOT /PPWA SFANDARDS AND SPECIFlCATIONS.
2. THE HOURS OF WORK IN THE STREET RtGHI -0F -WAY SHALL BE UMRID TO 6:30 AM. TO 1'a3o� CITY OF RENTON, WASHINGTON
3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRRING EIY THE DEPARTMENT
OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARML OR FULL, SHALL BE __ ____ ,
APPROVED BY THE DEPARTMENT OF PUBUC WORKS 24 HOURS IN ADVANCE THE PoUCE '`-� � '�' C / . \ / I n n n r � r. T
DEPARTMENT, FlRE DEPARTMENT AND 911 SHALL BE NORFlED 24 HOURS IN ADYANCE �� �
3. ALL CONSTRUCTION SFW.L BE IN ACCORDANCE WffH 'STANDARD SPECIFlCATIONS FOR
MUNICIPAL PUBUC WORKS CONSIRUCTION� PREPARED BY WASHINGTON STATE CHAPTER
AMERICAN PUBUC WORKS ASSOCIATION, LATEST EDRION (APWA) AND CRY OF RENfON
STANDARD SPECIFlCATIONS.
4. ALL LOCATIONS OF EXISTING UNLTRES SHOWN ARE APPROXIMATE AND R SHAH BE THE
CONTRACTOR'S RESPoNSIBILITY 7D VERIFY THE TRUE AND CORRECT LOCATION 50 AS TO
AVOID DAMAGE OR DISNRBANCE
5. A PRECONSTRUCTION CONFTRENCE AND A 24 -HOUR NOTICE SWJl BE REQUIRED PRIOR TO
STARTING NEW CONSTRUCRON. R SHALL BE THE CONTRACTOR'S RESPoNSIBILffY TO
SECURE ALL NECESSARY PERMffS PRIOR TO STARING CONSTRUCTION. (INSPECTION WILL
BE ACCOMPLISHED BY A REPRESENTATNE OF THE CffY OF RENTON). R SHALL BE THE
CONTRACTOR °5 RESPoNSIBILffY TO NOTIFY THE MLffY DEPARTMENT 24 HOURS IN
ADVANCE OF RACKFlWNG ALL CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHE1tS ON THE CONSO2UCTK)N SIZE
7. R SHALL BE THE RESPONSIBIIIIY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY
OTHER RELATED PERMffS PRIOR TO ANY CONSTRUCTION.
6. PLANS APPROVED BY THE CffY OF RETfTON, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SffE WHENEVER CONSTRUCTION
IS IN PROGRESS.
10. THE CONTRACTOR SHALL PROVIDE 1HE CffY OF RENfON WffH AN AS -BUILT DRAWING OF
THE SANNARY SEWER SYSTEM WHICH HIS BEEN STAMPED AND SIGNED Bt' A LICEWSED
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
11. BACKFlLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WBH A LOOSE
AVERAGE DEPTH OF 6 INCHES, MAXIMUM DETTTH OF 8 INCHES, THOROUGHLY TAMPING EACH
LAYER TO 95 PERCEM OF MAXIMUM DENSffY. THESE COMPACTED LAYERS MUSE EXTEND
FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.
MATERWS TO COMPLETE THE FlLL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR URLIIY TRENCHES ON IXISONG TRAVELED ROADWAY
SHALL BE BACKFlLLEO WffH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO
THE IXISDNG ASPHALT SHALL BE NEANNE GUT WffH SAW IN A CONTINUOUS LINE A
TEMPORARY MIX PATCH MUST BE T "1ACE0 IMMEDIAi Y AFTER BACKFlLL ANG
COMPACTION. A PERMANEWT HOT MIX PATCH SHALL BE PLACED WTD11N 10 DAYS AND
SHALL BE PER CTIY OF RENTON CURRENT STANDARDS.
13. DANM SHALL BE CTIY OF RENiON, U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE DEPARTMONT FOR THE PREVENBON OF ON -SffE EROSION AFTER THE
COMPLETION OF CONSTRUCTION.
15. ALL PIPE AND APPURTENMJCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WTM SECDON 7- 023(1) OF THE CURREM STATE OF WASHINGTON STANDARD
SPECIFlCATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BOTTOM OR 1HE TOP OF THE FOUNDATION MATERW. AS WELL
AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERNL TO UNIFORM GRADE
SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPoRTED ON A UNIFORMLY DENSE
UNYIELDING BASE PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE
16. SANRA.RY SEWER PIPE SHALL BE PoLYVINYL CHLORIDE (PVC) RUBBER GASKETED
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM
16 INCHES ABOVE FlNISHED GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECDONS TQ MATCH PANNG.
� � .�
�O� \�.a00�0����
TO IX.
�?� z
455:::_::::::.: -
:,- a- ..............
CONE
STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
-
.. 0 +8�
. .. PIM -44 ^,. �.
-
[o _ ...
...
..
...
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
,. ,c,
�STA. J �' L 5, 15 c c
EXISTING � � �
OR APPROVED EQUAL.
�\
450 I ' RIM' - =4d 4�
;E 445.25
I _
CL GRADE. :.: _
�-
�. ��
��
'
:.:.:: ::PROPOSED
� -� �
_
�/" "� �E:i ":
� ..:
::.::: :: � :GRADE
.....
. i EI'_ ,�, n �l
.. .:
_ y4
9Z .F C ?E° ,A,
}
.
�.._..:.
..... .... .._ .EX;' 6" WATER ;.
........
-
0.5Jx' .
SSMH 2 �
dL}Q:REPLACE IXiST---:. . ..
W/ � �
� ....
� � �
':5TA 1}269. 3.0' R
� RIM 419- 7119.59
�,�•'`
�"
SSCO
SSMH� 1
if =x11(8 � f
RIM �: L -
..
�
-44&6
�E IM�44�$641I.i2(81V/NEj
.:
::
{ ,
. lE -II f 56(8 j -
,,
435
438
'
m0
- nQ
^N
��
��
��
0 +00
1 +00
NOTE:
ALL HOMES ON THIS PROJECT
SHALL BE FIRE SPRINKLERED.
� _ s
� o g
a a ¢ < a PROPERTY LINE
n Q
o M \ m � 3'-p �' ,6,�„ FUTURE
yn N � 6" BUILDING SEWER PIPE BUILDING SEWER
v n
- w
n > 3 3 } z 2 "x 4" STUD SERVICE MARKER PAINT UPPER
r � vii m m TEE WITH 6" SIDE GUTLET Y PORTION WHITE ANS STENCIL ON SIDE
W °DING 'QCWE. °.' WITH °" HIGH BLACK LETTERS.
� AND #6 MIRE WRAPPED AROUND THE STUD AND
6" SIDE SEWER AND BUILDING SEWER i EXTENDED TG THE TGP OF THE STUD.
a UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THRUUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL HANDS
n � F WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN.
w w
60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, DI PIPE AND CS
F � � PIPE SEWER MAINS ARE TO HE CORE DRILLED
� o o FOR CAST IRON PIPE
� � �' OR DUCTILE IRON PIPE.
z Jj
>_ z z c� LQ�CRE�'iE r5 Ott KONO
c it it i O ancx[NC7 .le+' / / PNjE $�pG
v fn / µqE 1A�Y"CR6
o 0 0 � co`' �x xe, ;,�
=��w � --
S � � LL HORIZONTAL
� � � 6" SmE OUTLET TEE
'_ a a a s^ xua SEWER MAIN SEWER Y,AIN
i °w °w °w CONCRETE BLOCKING ANGLE STANDARD SIDE SEWER INSTALLATION
I �' N OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION (SEWER MAIN TO PROPERN LINE)
': � � � ELEVATION
ADOPTED
NOTES � ®♦ �� OF AENTDN
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY slmaera yl�a
LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. Esr DATE: Iz /IS /s1
O DATE REVISION BY APPR DWG. NAME: BR39 SP PAGE: 8078
MORTAR
FILLET
`.._- �\
' LDI. 3� Uh Ut
/ SfONERIDGE-
�' �\
• ``i
\,,
4" FERF�ORATEL` -�
MANHOLE FRAME AND COVER
SEE DRAWING BR29
ADJUSTMENT (4" MIN.)
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
CONE
STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
RUBBER GASKETED JOINTS
ARE INSTALLED.
3. CASTING TO BE PER DRAWING BR29.
IN ACCORDANCE WITH ASTM C -443
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
STEPS - 3/4" DEFORMED BAR
STEPS SHALL BE INCLUDED
6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
CONCRETE RISER BY PIPE INC.,
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL Oft APPROVED EQUAL;
OR APPROVED EQUAL.
COLOR OF COATING SHALL BE WHITE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
8. CHANNEL HEIGHT SHAI.Is 6E A MINIMUM OF 3/4 THE INSIDE
MAX. PIPE SIZE - 21" I.D.
DIAMETER OF THE LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL.
LADDER -STD. ALUMINUM
OR GALVANIZED STEEL
CONCRETE SHELF ,
PRECAST BASE SECTION
OR CAST IN SHELF. � '
SANITARY MANHOLE TYPICAL DETAIL SANITARY MANHOLE TYPICAL DETAIL
`-{Y O. ADOPTED
NOT TO SCALE
�'�' CITY OF RENTON
STANDARD PUNS
i0 /�) g6 EDiiEO rE %T DCV AG FNTO lST DATE: 12/96
3 /e /ss ADDED rvoiE. EDD rExr Dcv Ac
DATE REVISION Rv APra� DWG. NAME: BR28 SP PAGE 8071
ROLL 207
�```
�` ��
�a
��
/ �
�\ �
� 1
., \\ �
k ��, � \\ h
\�`' \ \\
f `'^. \ \
N �
/ \'s,c\
%' �, e-
/ / � \ \\ R\
% ,' � � �
'�
/ ;� \�
/ �
i i \\
`L'
u.i
ui
w
Z O
paz
� � �
I Z
N �
� Z
� W
T
Z
O
Q
U
O
J
Z
Oo °OLn
� � O
� W �
� � Z
� � O
O I~L)�
Z
�c�na
� 3
O��
� W W
Il,l
Z
O O J
CV W
m N m
Y T
0 3N
rn
w as
� x o I-
z Q zw
w N L` g z
Q 17 N N
O N o0 C.c �
� 00 N f� Z >
Z pr cp o0 w z
� Q I I Zw
(/� � E(7 � C-7 z
� N N w -
F- � 117
N Z .� >
(� � Y �.�.� U N
�N ° � ° "' •
SQ,
� JGJ �y
a
T Z
i. W
NI �b _
Q �� 0 GOaSJ
�1
� y l'6l 07
REI.OMMCIYUtl7 F'�R iit'PFZ' OVAL Po`1 w ApR
/y
c�
BY Dote:
BY� Date: o q 24661 a ��
FFSS /2NA LT E ENG�F4.
BY: Date
EXPIRES 6 11 OB
BY: Date
AS' W •"5�10Z
5 331go2(X.w) t°'0 JUn x�2uG7
G �
z
n
u
f
x
E
O
v
T
O
Z
m
7
W
U